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| 1 | Excavation in foundation trenches etc. in earth work in all kind of soil such as pick work,jumper work, blasting work in hard & soft rock and chiesaling work including dewatering, slushy soil & under flooring water up to all excavated soil up to any lead & lifts from the edge of excavation and then depth and stacking the returning the stacked soil in 15 CM ( fifteen centimetres) layer's when required in to plinth sides of foundation etc. Consolidation each diposited layer by ramming & watering & then disposing of all surplus excavated earth as per the direction of Engineer-in-Charges. |
| 2 | Providing and laying cement concrete 1:3:6 ( One cement : three sand: six graded stone aggregate 40mm nominal size) and curing complete excluding the cost of form work form work in foundation and plinth within all leads and lifts as per the direction of Engineer-in-Charges. |
| 3 | First class Brick work using common burnt clay building brick in Cement mortar 1:4 (1 cement : 4 coarse sand) F.P.S. (non modular) bricks of class designation 7.5 in foundation & plinth level in all shapes within all leads and lifts as per direction of Engineer -in- Charge. |
| 4 | P/L cement concrete work 1:2:4(1cement:2sand:4graded stone aggregate 20mm nominal size)and curing complete excluding the cost of form work and reinforcemnet work, as per the direction and entire satisfaction of Engineer-in-Charge.Foundation & Plinth ,footing bases of column and the like mass concrete within all leads and lifts as per direction of Engineer-in-Charges. |
| 5 | in suspended floor,roofs,landing and shelves and their support Balconies,Beams, girders, bressumers and contilevers upto floor two level as per the direction and entire satisfaction of Engineer-in-Charge. |
| 6 | Cement plaster 20mm thick in single coat on the fair side of brick/concrete /stone wall for interior plastering upto floor two level including arrises,internal rounded andles, chemfers and/or rounded angles not exceeding 80mm in girth and finished even and smooth 1:4 (1 cement: 4 sand) within all leads and lift as per the direction of Engineer-in-charge. |
| 7 | Providing form work with steel plates 3.15 milimetre thick welding with angle iron in frame 30x30x5 milimetre so as to give fair finish including centering, shuttering and propping etc. with wooden battens and ballies, height of propping and centring below floor to ceiling not exceeding four metres and removal of the same for in-situ-reinforced concrete and plain concrete work in:-Flat surface such as soffits of suspended floors, roofs, landing and the like floor etc. up to 200 milimetres in thickness including all leads and lifts as per the direction of Engineer -in- Charge. |
| 8 | Edges of slab & breaks in floors and walls (under 20cm wide) including all leads and lifts as per the direction of Engineer -in- Charge. |
| 9 | Providing tor steel reinforcement for reinforced concrete work including bending, binding and placing in position complete up to floor two level including within all leads and lifts as per direction of Engineer -in- Charge. |
| 10 | Providing and fixing Cast Iron manhole cover internal and frame conforming to IS 12592(PART-I) 1998 with latest amendments 455mmX610mm (Light duty ) within all leads and lifts as per the direction of Engineer-in-Charges. |
| 11 | Providing, laying and jointing of 110mm OD HDPE Pipe of grade (Grade PE 80, PN6, SDR17) IS: 14333-1996 (latest edition) in proper position by butt fusion jointing procedure including hydraulic testing as per relevant IS Code, complete within all fitting material for jointing procedure like butt fusion welding machine with hydraulic jack, top loading clamp etc. pump accessiries for hydraulic testing and all labour as directed by Engineer in charge as conforming to IS-14333-1906 ammended upto date complete for house connection within all leads and lift as per the direction of Engineer-in-charge. Please Enable Macros to View BoQ information |
